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i <br />C~ <br />SEDCAD+ CHANNEL DESIGN <br />DIVERSION MO. 2 AS-Bl1ILT 0 STA, i + 60 <br />T <br />.~-~~ ~ D <br /> <br />Y <br />N <br />(D <br />a <br />r <br />N <br />w <br />0 <br />J <br />Discharge <br />Side slopes <br />Bed Sloe <br />Manning s n <br />MATERIAL; GRADED SILTS - COBBLES COLLOIDAL <br />LiMiting Variable; Velocity = 5,500 Eps <br />SediMent-laden Water <br />= 6.35 Cf5 <br />fZy = 4,0;ifLy 3,4;ifRy <br />= 0,30 <br />= 0.030 <br />Depth fdl = <br />Tapp width ft~ _ <br />Velocity = <br />Hydraulic Radius = <br />Froude nu~ber = <br />w/ Freeboard; <br />1.00 fD = 1.30y ft <br />7,43 fT = 9.65 ft <br />1.68 fpps <br />0.48 !`t <br />0.43 <br />• <br />